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ARCHIVED REPORTS_XR0005180
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3500 - Local Oversight Program
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PR0545509
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ARCHIVED REPORTS_XR0005180
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Last modified
3/12/2020 9:15:45 AM
Creation date
3/10/2020 3:38:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005180
RECORD_ID
PR0545509
PE
3528
FACILITY_ID
FA0002121
FACILITY_NAME
JAMAR SERVICE
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15726411
CURRENT_STATUS
02
SITE_LOCATION
4075 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' AWS5OCIATES INC. <br /> 1117 Lane Pain Are., Site k homes,Cgmnl.95351 LOG OF WELL Mws <br /> PROJECT _QAMAR SERVICE CENTER LOCATION PROJECT NO. _ 54,26a23-0002— <br /> DATE DRILLED 2/17/04_ LOGGED BY REVIEWED BY <br /> DRILLING COMPANY GREGG DRILLING & TESTING DRILLER FRANK RAMIRE7METHOD LIMITED ACCESS HOLLOW SIEM <br /> BORE HOLE DIAMETER S IN DEPTH DRILLED 110 FT DEPTH TO WATER : INITIAL FT STATIC _ _ FT <br /> CASING TYPE PVC_ DIAMETER 2 IN SCHEDULE 40 INTERVAL 0 FT TO 100 FT <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0.020 ILL INTERVAL _ 100 FT TO 105 - FT <br /> FILTER PACK TYPE _,#3 SAND _ INTERVAL _ 98 FT TO 105 F� <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 _ FT TO 98 FT- <br /> COMMENTS: —lio FEET PAGE 1 OF 3 <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT, PPS BLOWCOEINT LOG <br /> 2" ASPHALT <br /> 2 <br /> 4 <br /> fi <br /> 8 <br /> 10 <br /> 0 15 2"-16.5/20.0 ORGANIC CLAY (OL): 100% FINES; MEDIUM DRY <br /> 50/5' OL STRENGTH, MEDIUM TOUGHNESS, LOW PLASTICITY, STIFF; <br /> ' YELLOWISH RED COLOR; NO CHEMICAL ODOR NOTED; <br /> 12 ORGANICS PRESENT; DRY; WEAK CEMENTATION <br /> —14- <br /> 20 <br /> 42D <br /> 16 0 20 <br /> 30 <br /> ' 18 <br /> ' 20 12 16.5/20.0-31.5/35.0 <br /> ORGANIC SILT (MH): 10% FINE GRAINED SAND; 90% <br /> p 29 MH FINES; LOW DRY STRENGTH, LOW TOUGHNESS, NON <br /> 22 PLASTIC; MEDIUM STIFF; YELLOWISH RED COLOR, NO <br /> CHEMICAL ODOR NOTED; ORGANICS PRESENT, DRY, WEAK <br /> CEMENTATION <br /> 24 <br /> 10 ORGANIC SILT (MH): 100% FINES; MEDIUM DRY <br /> 26 0 1 STRENGTH; LOW TOUGHNESS, NON PLASTIC; VERY STIFF; <br /> 20 YELLOWISH RED COLOR, NO CHEMICAL ODOR NOTED; <br /> ORGANICS, DRY, WEAK CEMENTATION; FISSILE <br /> 28 <br /> 302 12 <br /> 20 ORGANIC SILT (MH): 100% FINES; MEDIUM DRY <br /> 20STRENGTH; MEDIUM TOUGHNESS, NON PLASTIC; VERY <br /> STIFF;- BROWN COLOR;..NO CHEMICAL ODOR <br /> 32 ORGANICS, DRY, WEAK CEMENTATION <br /> ' <br /> 34- <br /> 31.5/35.0-36.5/40.0 <br /> 5 16 INORGANIC SILT (ML): 100% FINES; MEDIUM DRY <br /> 36 36 ML STRENGTH; LOW TOUGHNESS, NON PLASTIC; MEDIUM <br /> STIFF; BROWN COLOR, NO CHEMICAL ODOR NOTED; NO <br /> ORGANICS, DRY, WEAK CEMENTATION; LAMINATED <br /> 38 <br /> 40 <br />
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